WO2011134263A1 - Railway freight car bogie - Google Patents

Railway freight car bogie Download PDF

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Publication number
WO2011134263A1
WO2011134263A1 PCT/CN2010/079594 CN2010079594W WO2011134263A1 WO 2011134263 A1 WO2011134263 A1 WO 2011134263A1 CN 2010079594 W CN2010079594 W CN 2010079594W WO 2011134263 A1 WO2011134263 A1 WO 2011134263A1
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WO
WIPO (PCT)
Prior art keywords
wedge
bolster
friction surface
composition
side frame
Prior art date
Application number
PCT/CN2010/079594
Other languages
French (fr)
Chinese (zh)
Inventor
孙明道
徐勇
王宝磊
李永江
Original Assignee
南车长江车辆有限公司
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Filing date
Publication date
Application filed by 南车长江车辆有限公司 filed Critical 南车长江车辆有限公司
Priority to AU2010352460A priority Critical patent/AU2010352460B2/en
Priority to BR112012027544-5A priority patent/BR112012027544A2/en
Publication of WO2011134263A1 publication Critical patent/WO2011134263A1/en
Priority to US13/661,013 priority patent/US8689701B2/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61FRAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
    • B61F5/00Constructional details of bogies; Connections between bogies and vehicle underframes; Arrangements or devices for adjusting or allowing self-adjustment of wheel axles or bogies when rounding curves
    • B61F5/02Arrangements permitting limited transverse relative movements between vehicle underframe or bolster and bogie; Connections between underframes and bogies
    • B61F5/04Bolster supports or mountings
    • B61F5/12Bolster supports or mountings incorporating dampers
    • B61F5/122Bolster supports or mountings incorporating dampers with friction surfaces

Definitions

  • the invention relates to a railway freight car bogie, in particular to a large anti-ridge rigid railway freight car steering frame.
  • Railway freight car bogies are a key component of railway wagons.
  • Traditional railway freight car bogies Most of the three-piece structure consists of two side frames and one bolster.
  • the two ends of the guide frame are assembled by the bearing saddle and the bearing on the front and rear wheel pairs.
  • the two ends of the bolster are installed in the central frame of the side frame through two sets of central spring suspension devices.
  • the central spring suspension device is mainly composed of a bearing spring assembly located in the middle, a damping spring on both sides, and a diagonal wedge at the top of the damping spring.
  • the vertical main friction surface and the inclined secondary friction surface of the inclined wedge are respectively combined with the side frame.
  • the side frame cylinder surface is in frictional contact with the bolster composed of the bolster, and the load bearing spring assembly, the damping spring and the inclined wedge thereon bear the load composed of the bolster.
  • the upper side of the bolster is provided with a lower side bearing, which together with the heart disk composed of the bolster bears the weight of the vehicle body.
  • a basic brake is also provided in the bogie for braking the truck.
  • the above-mentioned three-piece structural bogie has the advantages of simple structure, good wheel load uniformity, low manufacturing and maintenance cost, there is also a loose connection between the bolster composition and the side frame composition, and the rigidity difference of the anti-diamond deformation.
  • the defect is not enough to resist the violent shaking head movement between the bolster composition and the side frame composition, which results in the steering angle of the bogie when the bogie passes the curved track, and the wheel angle wear is increased.
  • the wedge of the central spring suspension has a large design apex angle (the angle between the secondary friction surface and the vertical plane), and the resistance to the diamond is very limited in the range of about 35-70°.
  • the vertical component force of the yoke's slanting force against the wedge will be greater than the sum of the vertical component forces of the frictional force of the main and secondary friction surfaces of the slant wedge.
  • the wedge will move downwards, so that the longitudinal distance between the bolster composition and the side frame composition becomes smaller, and the relative rotation between the bolster composition and the side frame composition can occur, and the diamond deformation occurs. Shape. In this way, the critical speed of the vehicle can only be low, the running speed of the vehicle is limited, and the running quality is not high, which cannot meet the needs of the railway truck to greatly increase the speed.
  • the current speed-increasing truck adopts a method of adding a cross support device or a spring bracket between the two side frame components to enhance the anti-diamond rigidity of the conventional railway freight car bogie.
  • the structure of the cross support device or the spring plate is complicated, the unsprung mass is heavy, and the manufacturing and maintenance costs are also high. Therefore, the improvement of the traditional railway freight car bogie and the design of a bogie with sufficient rigidity and excellent dynamic performance have important practical significance for improving the running quality of railway vehicles. Summary of the invention
  • the object of the present invention is to overcome the deficiencies of the existing bogies equipped with cross-support devices or spring pallets, and to provide a simple and reliable structure, low manufacturing and maintenance cost, excellent dynamic performance and curve passing ability, and satisfying The large anti-ridge rigid railway freight car bogie required for the sharp acceleration of railway wagons.
  • the large anti-ridge rigid railway freight car bogie designed by the invention comprises a front and rear wheel pair composition, two side frame components, a bolster composition and two sets of central spring suspension devices, and the two pairs of wheel sets
  • the end is mounted with a bearing assembly, and the two ends of the side frame are placed on the bearing assembly by the bearing saddle, and the two ends of the bolster are mounted on the central spring suspension device, the central spring
  • the suspension device is placed in a central box formed by the side frames.
  • the central spring suspension device includes a load bearing spring assembly, a damper spring mounted on both sides of the load bearing spring assembly, and a small apex angle wedge mounted on the top of the damper spring, the main friction surface and the side of the small apex wedge
  • the side frame column friction plate composed of the frame is fitted, and the auxiliary friction surface of the small angle angle wedge wedge is matched with the bolster splay surface composed of the bolster.
  • the invention defines the maximum value of ⁇ in the small apex wedge as 30°, which is much smaller than the large apex angle design of 35 ⁇ 70° in the traditional wedge, and defines ⁇ ⁇ ⁇ + ⁇ , so that when the bolster Composition relative to When the side frame is composed for longitudinal movement, the vertical component force of the yoke's slanting force against the wedge is always smaller than the sum of the vertical upward force of the frictional force of the main friction surface and the secondary friction surface of the wedge, thereby ensuring the wedge It does not move downward (locked), the bolster composition and the side frame composition cannot produce relative rotation, and the bolster composition and the side frame composition have sufficient resistance to the rhombic stiffness.
  • the present invention simultaneously limits the minimum value of ⁇ in the small apex wedge to 16°, and defines ⁇ 3 ⁇ 4 ⁇ , which ensures that the wedge can move freely during the movement of the bolster composition up and down (not locked). Dead), so that the entire bogie has excellent dynamic performance and curve passing ability.
  • the width is about the traditional variable friction wedge (the variable friction wedge is that the wedge is mounted on the damping spring placed in the central frame of the side frame, and the damping friction of the wedge is perpendicular to the bolster composition.
  • the change is proportional to the change) 1.3 times or more of the width, which increases the length of the arm of the small apex wedge against the diamond deformation moment between the bolster and the side frame, and increases the main angle of the small apex wedge
  • the contact area between the friction surface and the side frame friction plate and the bolster octagonal surface further improves the resistance of the bolster between the bolster composition and the side frame composition.
  • the mechanical properties of the damping spring satisfy the following mathematical relationship: Wherein, for the stiffness of the damping spring, K is the total stiffness of the central spring suspension device (determined by design requirements), C is the relative friction coefficient of the railway freight car bogie, and the value of C ranges from 0.05 to 0.15 , ⁇ is the coefficient of friction of the primary friction surface. Because the stiffness of the damping spring is inversely proportional to the ctga of the small apex wedge, the value can be adjusted according to the change of the ⁇ value, so as to ensure the proper friction damping force, and not to attenuate the vertical vibration and lateral vibration of the vehicle. The friction is too large.
  • the small apex wedge of the designed bogie can ensure free movement when the bolster is composed for up and down movement, and can be locked when the bolster composition is moved longitudinally, so that the bogie is not
  • the side frame cross support device or spring plate still has sufficient resistance to rhomboid stiffness and excellent dynamic performance, while the design of the small apex angle wedge is more than 1.3 times larger than the traditional variable friction wedge.
  • Enhanced its resistance to rhombic stiffness and dynamics, from The critical design speed and curve passing ability of the vehicle can be greatly improved, and the running quality of the railway vehicle can be improved.
  • the bogie has a simple structure, light unsprung quality, low manufacturing and maintenance cost, and meets the design requirements of railway wagons with a speed of 120km/h, which can meet the needs of railway trucks to significantly increase speed.
  • FIG. 1 is a schematic perspective view of a large anti-ridge rigid railway freight car bogie
  • FIG. 2 is a cross-sectional structural view of the central spring suspension device of the bogie shown in FIG. 1
  • FIG. 3 is a central spring suspension device of FIG.
  • FIG. 4 is a schematic diagram of the force balance of the small apex wedge of the central spring suspension device shown in FIG. 2 when the bolster is longitudinally moved;
  • Fig. 5 is a schematic view showing the force balance of the small apex wedge of the central spring suspension device shown in Fig. 2 when the bolster composition moves downward. detailed description
  • the large anti-ridge rigid railway freight car bogie of the present invention is mainly composed of front and rear wheel pairs 4 and two side frames.
  • the bolster is composed of two, two sets of central spring suspensions 8, two lower side bearing assemblies 3, and a basic brake device 5.
  • the wheel set consists of two ends with bearing components. 7.
  • Side frame composition 1 The two ends of the guide frame are placed on the bearing assembly 7 through the bearing saddle 6.
  • the bolster composition 2 is mounted on the central spring suspension 8 at both ends, and the central spring suspension 8 is placed in the central frame of the side frame 1 assembly.
  • the center spring suspension device 8 is mainly composed of a load bearing spring assembly 8c, a damper spring 8b attached to both sides of the load bearing spring assembly 8c, and a small apex angle wedge 8a attached to the top end of the damper spring 8b.
  • the lower ends of the load bearing spring assembly 8c and the damper spring 8b are mounted on a central box spring cap of the side frame assembly 1.
  • the main friction surface 8 ai perpendicular to the small angle wedge 8a is brought into contact with the side frame column friction plate la of the side frame composition 1, the sub-friction surface 8 of the small angle angle wedge 8a is inclined, and the bolster of the bolster composition 2 The splayed surface 2a is brought into contact with each other, thereby realizing the small apex angle wedge 8a
  • the damping friction is proportional to the vertical load that the bolster composition 2 is subjected to.
  • the small top angle wedge 8a belongs to the category of variable friction wedges, which can better play the friction damping effect when the vehicle is running at different loads.
  • Figure 3 shows the main structural design parameters L and a of the small apex wedge 8a.
  • L is the width of the small apex wedge 8a
  • is a friction coefficient of the primary friction surface 8a of the wedge 8 1, ⁇ vice friction surface 8a of the wedge 8a 2 of coefficient of friction.
  • a suitable material or structure can be selected so that the ⁇ value and the ⁇ value also meet the design requirements.
  • Figure 4 shows the urging force of the bolster splayed face 2a to the small apex angled wedge 8a when the bolster composition is longitudinally moved relative to the side frame composition, the ribbed splayed face 2a and the minor apex angled wedge 8a.
  • the longitudinal component force N z Nxcosa of the force N of the small apex wedge 8a.
  • Ny ⁇ F z +F f xcosa that is, Nxsino Nxcosax +Nx iXcosa, after simplification, tgo + is obtained.
  • the small apex wedge 8a is locked by the friction of the main friction surface 8 ai and the auxiliary friction surface 8a 2 . Dead and unable to move downwards, there is a large enough anti-ridge stiffness between the bolster composition and the side frame composition.
  • Figure 5 shows the force of the bolster splayed face 2a to the small apex angled wedge 8a when the bolster composition is moved downward relative to the side frame composition, the secondary friction of the bolster splayed face 2a and the small apex angled wedge 8a
  • the wedge only subject to 8a master friction surface 81 prevents upward frictional force F z, and the frictional force F f on its secondary friction surface 8a 2 is downward, the friction of the friction surface 8 of the main AI
  • F z ⁇ N y ie Nxcosax ⁇ Nxsina
  • ⁇ 3 ⁇ 4 ⁇ is obtained.
  • the wedge 8a is not a friction lock main 8 friction surface, the bolster assembly for free movement up and down motion, it can function to ensure the normal operation of the vehicle bogie damping vibrations.
  • the mechanical properties of the designed damping spring 8b should satisfy the following mathematical relationship: Ki Where K is the total stiffness of the central spring suspension device 8, C is the relative friction coefficient of the railway freight car bogie, and the value of C ranges from 0.05 to 0.15. Since the K value and the ⁇ value are determined by the design requirements, when the ⁇ value is small, the ctga is correspondingly large, and the stiffness of the damping spring 8b can be selected accordingly, thereby ensuring that the relative friction coefficient C of the railway freight car bogie is always stable. In the range of 0.05 to 0.15, the frictional force of the vertical and lateral vibrations of the attenuating vehicle is not excessively large.
  • the invention adopts the above structure, and has the same anti-ridge rigidity, high critical speed, and excellent curve passing performance without the side frame cross supporting device or the spring supporting plate, and is suitable for the speed of 120km per hour. /h's new railway wagons meet the needs of railway wagons for substantial speed increases.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Springs (AREA)
  • Vehicle Body Suspensions (AREA)

Abstract

A railway freight car bogie comprises a small top angle wedge (8a) located on the top of a damping spring. A main friction surface (8a1) of the wedge is in contact with a vertical column friction plate. An auxiliary friction surface (8a2) of the wedge is in contact with a bolster surface of a swing bolster assembly. The structural parameters of the wedge satisfy a specific formula: α=16~30°, and μ<tgα<μ+μ1, wherein α is the angle between the auxiliary friction surface and a vertical plane, μ is the frictional factor of the main friction surface and μ1 is the frictional factor of the auxiliary friction surface. The bogie presents the following advantages: a simple structure, low production and maintenance cost, sufficient diamond resistance rigidity and better dynamic property and curve passing performance. The bogie can meet the need of significant speed acceleration of a railway freight car.

Description

铁道货车转向架  Railway freight car bogie
技术领域 Technical field
本发明涉及铁道货车转向架, 具体地指一种大抗菱刚度铁道货车转 向架。  The invention relates to a railway freight car bogie, in particular to a large anti-ridge rigid railway freight car steering frame.
背景技术 Background technique
铁道货车转向架是铁道货车的关键性部件。 传统的铁道货车转向架 大多数包含两个侧架组成和一个摇枕组成的三大件式结构。 侧架组成的 两端导框通过承载鞍和轴承组成安装在前后轮对组成上, 摇枕组成的两 端则通过两组中央弹簧悬挂装置安装在侧架组成的中央方框内。 中央弹 簧悬挂装置主要由位于中间的承载弹簧组件、 位于两侧的减振弹簧和位 于减振弹簧顶端的斜楔构成, 斜楔上垂直的主摩擦面和倾斜的副摩擦面 分别与侧架组成的侧架立柱面和摇枕组成的摇枕八字面摩擦接触, 承载 弹簧组件、 减振弹簧及其上的斜楔一起承担摇枕组成的载荷。 摇枕组成 的上部两侧设置有下旁承组成,其与摇枕组成的心盘共同承载车体重量。 转向架中还设置有基础制动装置, 用于对货车实施刹车。  Railway freight car bogies are a key component of railway wagons. Traditional railway freight car bogies Most of the three-piece structure consists of two side frames and one bolster. The two ends of the guide frame are assembled by the bearing saddle and the bearing on the front and rear wheel pairs. The two ends of the bolster are installed in the central frame of the side frame through two sets of central spring suspension devices. The central spring suspension device is mainly composed of a bearing spring assembly located in the middle, a damping spring on both sides, and a diagonal wedge at the top of the damping spring. The vertical main friction surface and the inclined secondary friction surface of the inclined wedge are respectively combined with the side frame. The side frame cylinder surface is in frictional contact with the bolster composed of the bolster, and the load bearing spring assembly, the damping spring and the inclined wedge thereon bear the load composed of the bolster. The upper side of the bolster is provided with a lower side bearing, which together with the heart disk composed of the bolster bears the weight of the vehicle body. A basic brake is also provided in the bogie for braking the truck.
上述三大件式结构转向架虽然具有构造简单、 轮重均载性好、 制造 和检修成本低廉的优点, 但也存在摇枕组成和侧架组成之间连接结构松 散、 抗菱变形的刚度差的缺陷, 由此不足以抵抗摇枕组成和侧架组成之 间剧烈的摇头运动, 导致转向架通过曲线轨道时其轮对组成对钢轨的冲 角偏大, 轮轨磨耗增多。 特别是中央弹簧悬挂装置的斜楔具有较大的设 计顶角 (其副摩擦面与铅垂面之间的夹角) , 大约在 35~70°的范围内, 其抗菱刚度十分有限, 当摇枕组成相对于侧架组成作纵向运动时, 摇枕 八字面对斜楔的作用力的垂向分力将大于斜楔主、 副摩擦面的摩擦力的 垂向分力之和, 此时斜楔会向下运动, 使摇枕组成与侧架组成之间的纵 向距离变小, 摇枕组成与侧架组成之间即可产生相对转动, 发生菱形变 形。 这样, 车辆的临界速度只能较低, 车辆运行速度受限, 运行品质不 高, 不能满足铁道货车大幅提速的需要。 Although the above-mentioned three-piece structural bogie has the advantages of simple structure, good wheel load uniformity, low manufacturing and maintenance cost, there is also a loose connection between the bolster composition and the side frame composition, and the rigidity difference of the anti-diamond deformation. The defect is not enough to resist the violent shaking head movement between the bolster composition and the side frame composition, which results in the steering angle of the bogie when the bogie passes the curved track, and the wheel angle wear is increased. In particular, the wedge of the central spring suspension has a large design apex angle (the angle between the secondary friction surface and the vertical plane), and the resistance to the diamond is very limited in the range of about 35-70°. When the bolster composition is longitudinally moved relative to the side frame composition, the vertical component force of the yoke's slanting force against the wedge will be greater than the sum of the vertical component forces of the frictional force of the main and secondary friction surfaces of the slant wedge. The wedge will move downwards, so that the longitudinal distance between the bolster composition and the side frame composition becomes smaller, and the relative rotation between the bolster composition and the side frame composition can occur, and the diamond deformation occurs. Shape. In this way, the critical speed of the vehicle can only be low, the running speed of the vehicle is limited, and the running quality is not high, which cannot meet the needs of the railway truck to greatly increase the speed.
为了解决上述问题, 目前提速货车采用了在两个侧架组成之间加装 交叉支撑装置或加装弹簧托板的方式, 以增强传统铁道货车转向架的抗 菱刚度。 但加装交叉支撑装置或弹簧托板的结构较为复杂、 簧下质量偏 重、 制造和检修成本也偏高。 因此, 对传统的铁路货车转向架进行改进, 设计一种具有足够抗菱刚度和优良动力学性能的转向架, 对改善铁道车 辆的运行品质具有重要的现实意义。 发明内容  In order to solve the above problems, the current speed-increasing truck adopts a method of adding a cross support device or a spring bracket between the two side frame components to enhance the anti-diamond rigidity of the conventional railway freight car bogie. However, the structure of the cross support device or the spring plate is complicated, the unsprung mass is heavy, and the manufacturing and maintenance costs are also high. Therefore, the improvement of the traditional railway freight car bogie and the design of a bogie with sufficient rigidity and excellent dynamic performance have important practical significance for improving the running quality of railway vehicles. Summary of the invention
本发明的目的就是要克服现有加装交叉支撑装置或弹簧托板的转向 架所存在的不足, 提供一种结构简单可靠、 制造和维护成本低廉、 具有 优良动力学性能和曲线通过能力、 满足铁道货车大幅提速需要的大抗菱 刚度铁道货车转向架。  The object of the present invention is to overcome the deficiencies of the existing bogies equipped with cross-support devices or spring pallets, and to provide a simple and reliable structure, low manufacturing and maintenance cost, excellent dynamic performance and curve passing ability, and satisfying The large anti-ridge rigid railway freight car bogie required for the sharp acceleration of railway wagons.
为实现上述目的, 本发明所设计的大抗菱刚度铁道货车转向架, 包 括前后轮对组成、 两个侧架组成、 一个摇枕组成和两组中央弹簧悬挂装 置, 所述轮对组成的两端安装有轴承组成, 所述侧架组成的两端导框通 过承载鞍承放在所述轴承组成上, 所述摇枕组成的两端安装在所述中央 弹簧悬挂装置上, 所述中央弹簧悬挂装置承放在所述侧架组成的中央方 框内。 所述中央弹簧悬挂装置包括承载弹簧组件、 安装在承载弹簧组件 两侧的减振弹簧、 以及安装在减振弹簧顶部的小顶角斜楔, 所述小顶角 斜楔的主摩擦面与侧架组成的侧架立柱摩擦板贴合, 所述小顶角斜楔的 副摩擦面与摇枕组成的摇枕八字面贴合。 其特殊之处在于: 所述小顶角 斜楔的结构设计参数满足如下数学关系: α=16~30°, 且 <¾01 + 1。 其 中, α为所述副摩擦面与铅垂面之间的夹角, μ为所述主摩擦面的摩擦系 数, 为所述副摩擦面的摩擦系数。 In order to achieve the above object, the large anti-ridge rigid railway freight car bogie designed by the invention comprises a front and rear wheel pair composition, two side frame components, a bolster composition and two sets of central spring suspension devices, and the two pairs of wheel sets The end is mounted with a bearing assembly, and the two ends of the side frame are placed on the bearing assembly by the bearing saddle, and the two ends of the bolster are mounted on the central spring suspension device, the central spring The suspension device is placed in a central box formed by the side frames. The central spring suspension device includes a load bearing spring assembly, a damper spring mounted on both sides of the load bearing spring assembly, and a small apex angle wedge mounted on the top of the damper spring, the main friction surface and the side of the small apex wedge The side frame column friction plate composed of the frame is fitted, and the auxiliary friction surface of the small angle angle wedge wedge is matched with the bolster splay surface composed of the bolster. The special feature is that: the structural design parameters of the small apex wedge satisfy the following mathematical relationship: α=16~30°, and <3⁄401 + 1 . Where α is the angle between the secondary friction surface and the vertical plane, and μ is the friction coefficient of the primary friction surface, which is the friction coefficient of the secondary friction surface.
本发明将所述小顶角斜楔中 α的最大值限定为 30° , 远小于传统斜 楔中 35~70°的大顶角设计, 并且限定 ί§α<μ+μι, 这样当摇枕组成相对于 侧架组成作纵向运动时, 摇枕八字面对斜楔的作用力的垂向分力始终小 于斜楔的主摩擦面和副摩擦面摩擦力的垂向向上分力之和, 从而确保斜 楔不会向下运动 (锁死) , 摇枕组成和侧架组成不能产生相对转动, 摇 枕组成和侧架组成之间具有足够大的抗菱刚度。 当然, 如果 α值过小到 接近斜楔主摩擦面的摩擦角, 会使斜楔在摇枕组成相对于侧架组成向下 运动时自锁, 恶化转向架的动力学性能。 故本发明同时将所述小顶角斜 楔中 α的最小值限定为 16° , 并且限定 μ<¾α, 这样可确保斜楔在摇枕组 成作上下运动的过程中也能自由运动 (不锁死) , 从而使整个转向架具 有优良动力学性能和曲线通过能力。 The invention defines the maximum value of α in the small apex wedge as 30°, which is much smaller than the large apex angle design of 35~70° in the traditional wedge, and defines ί §α <μ+ μι , so that when the bolster Composition relative to When the side frame is composed for longitudinal movement, the vertical component force of the yoke's slanting force against the wedge is always smaller than the sum of the vertical upward force of the frictional force of the main friction surface and the secondary friction surface of the wedge, thereby ensuring the wedge It does not move downward (locked), the bolster composition and the side frame composition cannot produce relative rotation, and the bolster composition and the side frame composition have sufficient resistance to the rhombic stiffness. Of course, if the alpha value is too small to approach the friction angle of the main friction surface of the wedge, the wedge will self-lock when the bolster composition moves downward relative to the side frame composition, which deteriorates the dynamic performance of the bogie. Therefore, the present invention simultaneously limits the minimum value of α in the small apex wedge to 16°, and defines μ<3⁄4α, which ensures that the wedge can move freely during the movement of the bolster composition up and down (not locked). Dead), so that the entire bogie has excellent dynamic performance and curve passing ability.
较佳地, 所述小顶角斜楔的设计宽度 L=200~260mm。该宽度大约是 传统变摩擦斜楔 (变摩擦斜楔是指斜楔安装在置于侧架组成中央方框内 的减振弹簧上, 斜楔的减振摩擦力随摇枕组成承受的垂直载荷的改变而 成正比改变) 宽度的 1.3倍以上, 这既增大了小顶角斜楔抵抗摇枕和侧 架之间菱形变形力矩的力臂长度, 又增加了小顶角斜楔主、 副摩擦面与 侧架立柱摩擦板和摇枕八字面的接触面积, 从而进一步提高摇枕组成和 侧架组成之间的抗菱刚度。  Preferably, the design width of the small apex wedge is L=200~260mm. The width is about the traditional variable friction wedge (the variable friction wedge is that the wedge is mounted on the damping spring placed in the central frame of the side frame, and the damping friction of the wedge is perpendicular to the bolster composition. The change is proportional to the change) 1.3 times or more of the width, which increases the length of the arm of the small apex wedge against the diamond deformation moment between the bolster and the side frame, and increases the main angle of the small apex wedge The contact area between the friction surface and the side frame friction plate and the bolster octagonal surface further improves the resistance of the bolster between the bolster composition and the side frame composition.
更佳地, 所述减振弹簧的力学性能满足如下数学关系:
Figure imgf000005_0001
其中, 为所述减振弹簧的刚度, K为所述中央弹簧 悬挂装置的总刚度 (可由设计要求确定) , C为铁道货车转向架的相对 摩擦系数, 且 C的取值范围为 0.05~0.15, μ即是所述主摩擦面的摩擦系 数。 因减振弹簧的刚度 ^与小顶角斜楔的 ctga成反比, 可根据 α值的 变化相应调节 值, 从而确保取得合适的摩擦减振力, 不致使衰减车辆 的垂向振动和横向振动的摩擦力过大。
More preferably, the mechanical properties of the damping spring satisfy the following mathematical relationship:
Figure imgf000005_0001
Wherein, for the stiffness of the damping spring, K is the total stiffness of the central spring suspension device (determined by design requirements), C is the relative friction coefficient of the railway freight car bogie, and the value of C ranges from 0.05 to 0.15 , μ is the coefficient of friction of the primary friction surface. Because the stiffness of the damping spring is inversely proportional to the ctga of the small apex wedge, the value can be adjusted according to the change of the α value, so as to ensure the proper friction damping force, and not to attenuate the vertical vibration and lateral vibration of the vehicle. The friction is too large.
本发明的优点在于: 所设计转向架的小顶角斜楔既可保证在摇枕组 成作上下运动时能自由运动, 又可保证在摇枕组成作纵向移动时锁死, 这样转向架在没有侧架交叉支撑装置或弹簧托板的条件下仍具有足够大 的抗菱刚度和优良的动力学性能, 而小顶角斜楔宽度大于传统变摩擦斜 楔 1.3倍以上的设计也从另一方面强化了其抗菱刚度和动力学性能, 从 而可大幅提高车辆运行的临界设计速度和曲线通过能力, 改善铁道车辆 的运行品质。 同时, 该转向架结构简单、 簧下质量轻、 制造和检修成本 低廉, 符合时速 120km/h铁道货车制造的设计要求, 可满足铁道货车大 幅提速的需要。 附图说明 The invention has the advantages that: the small apex wedge of the designed bogie can ensure free movement when the bolster is composed for up and down movement, and can be locked when the bolster composition is moved longitudinally, so that the bogie is not The side frame cross support device or spring plate still has sufficient resistance to rhomboid stiffness and excellent dynamic performance, while the design of the small apex angle wedge is more than 1.3 times larger than the traditional variable friction wedge. Enhanced its resistance to rhombic stiffness and dynamics, from The critical design speed and curve passing ability of the vehicle can be greatly improved, and the running quality of the railway vehicle can be improved. At the same time, the bogie has a simple structure, light unsprung quality, low manufacturing and maintenance cost, and meets the design requirements of railway wagons with a speed of 120km/h, which can meet the needs of railway trucks to significantly increase speed. DRAWINGS
图 1为一种大抗菱刚度铁道货车转向架的立体结构示意图; 图 2为图 1所示转向架的中央弹簧悬挂装置的剖视结构示意图; 图 3为图 2所示中央弹簧悬挂装置的小顶角斜楔的结构参数标示图; 图 4为图 2所示中央弹簧悬挂装置的小顶角斜楔在摇枕组成纵向运 动时的受力平衡示意图;  1 is a schematic perspective view of a large anti-ridge rigid railway freight car bogie; FIG. 2 is a cross-sectional structural view of the central spring suspension device of the bogie shown in FIG. 1; FIG. 3 is a central spring suspension device of FIG. FIG. 4 is a schematic diagram of the force balance of the small apex wedge of the central spring suspension device shown in FIG. 2 when the bolster is longitudinally moved;
图 5为图 2所示中央弹簧悬挂装置的小顶角斜楔在摇枕组成向下运 动时的受力平衡示意图。 具体实施方式  Fig. 5 is a schematic view showing the force balance of the small apex wedge of the central spring suspension device shown in Fig. 2 when the bolster composition moves downward. detailed description
以下结合附图和具体实施例对本发明作进一步的详细描述: 如图 1所示, 本发明的大抗菱刚度铁道货车转向架, 主要由前后轮 对组成 4、 两个侧架组成 1、 一个摇枕组成 2、 两组中央弹簧悬挂装置 8、 两个下旁承组成 3以及基础制动装置 5构成。 轮对组成 4的两端安装有 轴承组成 7, 侧架组成 1的两端导框通过承载鞍 6承放在轴承组成 7上。 摇枕组成 2的两端安装在中央弹簧悬挂装置 8上, 中央弹簧悬挂装置 8 承放在侧架组成 1的中央方框内。  The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments. As shown in FIG. 1 , the large anti-ridge rigid railway freight car bogie of the present invention is mainly composed of front and rear wheel pairs 4 and two side frames. The bolster is composed of two, two sets of central spring suspensions 8, two lower side bearing assemblies 3, and a basic brake device 5. The wheel set consists of two ends with bearing components. 7. Side frame composition 1 The two ends of the guide frame are placed on the bearing assembly 7 through the bearing saddle 6. The bolster composition 2 is mounted on the central spring suspension 8 at both ends, and the central spring suspension 8 is placed in the central frame of the side frame 1 assembly.
如图 2所示, 中央弹簧悬挂装置 8主要由承载弹簧组件 8c、 安装在 承载弹簧组件 8c两侧的减振弹簧 8b、 以及安装在减振弹簧 8b顶端的小 顶角斜楔 8a构成。承载弹簧组件 8c和减振弹簧 8b的下端安装在侧架组 成 1的中央方框弹簧承台上。 使小顶角斜楔 8a垂直的主摩擦面 8ai与侧 架组成 1的侧架立柱摩擦板 la贴合接触, 小顶角斜楔 8a倾斜的副摩擦 面 8 与摇枕组成 2的摇枕八字面 2a贴合接触, 由此实现小顶角斜楔 8a 的减振摩擦力与摇枕组成 2承受的垂直载荷成正比。小顶角斜楔 8a属变 摩擦斜楔类别, 在车辆空、 重不同载重运行时都能较好地起到摩擦减振 作用。 As shown in Fig. 2, the center spring suspension device 8 is mainly composed of a load bearing spring assembly 8c, a damper spring 8b attached to both sides of the load bearing spring assembly 8c, and a small apex angle wedge 8a attached to the top end of the damper spring 8b. The lower ends of the load bearing spring assembly 8c and the damper spring 8b are mounted on a central box spring cap of the side frame assembly 1. The main friction surface 8 ai perpendicular to the small angle wedge 8a is brought into contact with the side frame column friction plate la of the side frame composition 1, the sub-friction surface 8 of the small angle angle wedge 8a is inclined, and the bolster of the bolster composition 2 The splayed surface 2a is brought into contact with each other, thereby realizing the small apex angle wedge 8a The damping friction is proportional to the vertical load that the bolster composition 2 is subjected to. The small top angle wedge 8a belongs to the category of variable friction wedges, which can better play the friction damping effect when the vehicle is running at different loads.
图 3标示了小顶角斜楔 8a的主要结构设计参数 L和 α。 其中: L为 小顶角斜楔 8a的宽度, α为小顶角斜楔 8a的副摩擦面 8a2与铅垂面之间 的夹角, 它们满足如下数学关系: L=200~260mm, α=16~30°, 且 μ<¾α<μ+μι。 这里, μ为小顶角斜楔 8a的主摩擦面 8 1的摩擦系数, μι 为小顶角斜楔 8a的副摩擦面 8a2的摩擦系数。 根据 α值的设计要求, 可 以选择合适的材料或结构使 μ值和 μι值也达到设计要求。 Figure 3 shows the main structural design parameters L and a of the small apex wedge 8a. Where: L is the width of the small apex wedge 8a, and α is the angle between the secondary friction surface 8a 2 of the small apex wedge 8a and the vertical plane, which satisfy the following mathematical relationship: L=200~260mm, α =16~30°, and μ<3⁄4α<μ+ μι . Here, μ is a friction coefficient of the primary friction surface 8a of the wedge 8 1, μι vice friction surface 8a of the wedge 8a 2 of coefficient of friction. According to the design requirements of the alpha value, a suitable material or structure can be selected so that the μ value and the μι value also meet the design requirements.
图 4标示了摇枕组成相对于侧架组成作纵向运动时, 摇枕八字面 2a 给小顶角斜楔 8a的作用力 N、摇枕八字面 2a与小顶角斜楔 8a的副摩擦 面 8a2之间的摩擦力 Ff、 以及侧架立柱摩擦板 la与小顶角斜楔 8a的主 摩擦面 8ai之间的摩擦力 Fz。 由图 4可知, 小顶角斜楔 8a所受作用力 N 的垂向分力 Ny=NxSina, 小顶角斜楔 8a 所受作用力 N 的纵向分力 Nz=Nxcosa。且小顶角斜楔 8a同时受其主摩擦面 8ai和副摩擦面 8a2向上 的摩擦力阻止, 主摩擦面 8 1上产生的摩擦力 Fz=Nzx =Nxcosax , 副 摩擦面 8a2上产生摩擦力 F尸 Νχμι。 根据设计要求 Ny<Fz+Ffxcosa, 即 Nxsino Nxcosax +Nx iXcosa, 简化后即得 tgo + 这样, 小顶角斜 楔 8a被其主摩擦面 8ai和副摩擦面 8a2的摩擦力锁死而不能向下运动, 摇枕组成和侧架组成之间具有足够大的抗菱刚度。 Figure 4 shows the urging force of the bolster splayed face 2a to the small apex angled wedge 8a when the bolster composition is longitudinally moved relative to the side frame composition, the ribbed splayed face 2a and the minor apex angled wedge 8a. The friction force F f between 8a 2 and the frictional force F z between the side frame strut friction plate la and the main friction surface 8 ai of the small apex angle wedge 8a. As can be seen from Fig. 4, the vertical component force N of the small angle slant wedge 8a is N y = Nx S ina, and the longitudinal component force N z = Nxcosa of the force N of the small apex wedge 8a. And the small apex angle wedge 8a is simultaneously blocked by the upward frictional force of the main friction surface 8 ai and the auxiliary friction surface 8 a 2 , and the frictional force F z =N z x =Nxcosax generated on the main friction surface 8 1 , the secondary friction surface 8a 2 produces friction F corpus muι . According to the design requirement Ny<F z +F f xcosa, that is, Nxsino Nxcosax +Nx iXcosa, after simplification, tgo + is obtained. Thus, the small apex wedge 8a is locked by the friction of the main friction surface 8 ai and the auxiliary friction surface 8a 2 . Dead and unable to move downwards, there is a large enough anti-ridge stiffness between the bolster composition and the side frame composition.
图 5标示了摇枕组成相对于侧架组成作向下运动时, 摇枕八字面 2a 给小顶角斜楔 8a的作用力 N、摇枕八字面 2a与小顶角斜楔 8a的副摩擦 面 8a2之间的摩擦力 Ff、 以及侧架立柱摩擦板 la与小顶角斜楔 8a的主 摩擦面 8ai之间的摩擦力 Fz。 由图 5可知, 小顶角斜楔 8a所受作用力 N 的垂向分力 Ny=NxSina, 小顶角斜楔 8a 所受作用力 N 的纵向分力 Nz=Nxcosa。但小顶角斜楔 8a只受其主摩擦面 8 1向上摩擦力 Fz的阻止, 而其副摩擦面 8a2上的摩擦力 Ff是向下的, 主摩擦面 8ai上产生的摩擦 力 Fz=Nzx =Nxcosax 。 根据设计要求 Fz<Ny, 即 Nxcosax <Nxsina, 简化后即得 μ<¾α。 这样, 小顶角斜楔 8a不会被其主摩擦面 8 1的摩擦 力锁死, 在摇枕组成作上下运动时能自由运动, 可保证转向架在车辆运 行中正常衰减振动的功能。 Figure 5 shows the force of the bolster splayed face 2a to the small apex angled wedge 8a when the bolster composition is moved downward relative to the side frame composition, the secondary friction of the bolster splayed face 2a and the small apex angled wedge 8a The frictional force F f between the faces 8a 2 and the frictional force F z between the side frame strut friction plates la and the main friction faces 8 ai of the small apex wedges 8a. As can be seen from Fig. 5, the vertical component force N of the small apex wedge 8a is N y = Nx S ina, and the longitudinal component of the small apex wedge 8a is N z = Nxcosa. However, the wedge only subject to 8a master friction surface 81 prevents upward frictional force F z, and the frictional force F f on its secondary friction surface 8a 2 is downward, the friction of the friction surface 8 of the main AI The force F z = N z x = Nxcosax . According to the design requirements F z <N y , ie Nxcosax <Nxsina, After simplification, μ<3⁄4α is obtained. Thus, the wedge 8a is not a friction lock main 8 friction surface, the bolster assembly for free movement up and down motion, it can function to ensure the normal operation of the vehicle bogie damping vibrations.
由图 5还可知, 小顶角斜楔 8a的减振力主要是其主摩擦面 8ai产生 的摩擦力 Fz,而摩擦力 Fz还与减振弹簧 8b的承载力 P相关, Fz=Pxctgax ,
Figure imgf000008_0001
其中: 为减振弹簧 8b的刚度, y为减振弹簧 8b的挠度。 由 此可得 F^K^yxctga ^ 为保持小顶角斜楔 8a适度的减振力, 所设计 减振弹簧 8b的力学性能应满足如下数学关系: Ki
Figure imgf000008_0002
其中, K为中央弹簧悬挂装置 8的总刚度, C为铁道货车转向架的相对摩擦系 数, 且 C的取值范围为 0.05~0.15。 由于 K值和 μ值是由设计要求确定 的, 这样当 α值趋小时, ctga相应趋大, 减振弹簧 8b的刚度 可相应 选小,从而确保铁道货车转向架的相对摩擦系数 C始终稳定在 0.05~0.15 的范围内, 不致使衰减车辆的垂向和横向振动的摩擦力过大。
It can also be seen from Fig. 5 that the damping force of the small apex wedge 8a is mainly the friction force F z generated by the main friction surface 8 ai , and the friction force F z is also related to the bearing force P of the damper spring 8b, F z =Pxctgax ,
Figure imgf000008_0001
Where: the stiffness of the damping spring 8b, y is the deflection of the damping spring 8b. Therefore, F^K^yxctga ^ can be obtained to maintain the moderate damping force of the small-angled wedge 8a. The mechanical properties of the designed damping spring 8b should satisfy the following mathematical relationship: Ki
Figure imgf000008_0002
Where K is the total stiffness of the central spring suspension device 8, C is the relative friction coefficient of the railway freight car bogie, and the value of C ranges from 0.05 to 0.15. Since the K value and the μ value are determined by the design requirements, when the α value is small, the ctga is correspondingly large, and the stiffness of the damping spring 8b can be selected accordingly, thereby ensuring that the relative friction coefficient C of the railway freight car bogie is always stable. In the range of 0.05 to 0.15, the frictional force of the vertical and lateral vibrations of the attenuating vehicle is not excessively large.
本发明采用上述结构后, 在不加装侧架交叉支撑装置或弹簧托板的 情况下, 同样具有足够的抗菱刚度、 较高的临界速度、 以及极好的曲线 通过性能, 适用于时速 120km/h的新型铁道货车, 满足铁道货车大幅提 速的需要。  The invention adopts the above structure, and has the same anti-ridge rigidity, high critical speed, and excellent curve passing performance without the side frame cross supporting device or the spring supporting plate, and is suitable for the speed of 120km per hour. /h's new railway wagons meet the needs of railway wagons for substantial speed increases.

Claims

权 利 要 求 书 Claim
1. 一种大抗菱刚度铁道货车转向架, 包括前后轮对组成 (4) 、 两 个侧架组成 (1) 、 一个摇枕组成 (2) 和两组中央弹簧悬挂装置 (8) , 所述轮对组成 (4) 的两端安装有轴承组成 (7) , 所述侧架组成 (1) 的 两端导框通过承载鞍 (6) 承放在所述轴承组成 (7) 上, 所述摇枕组成1. A large anti-ridge rigid railway freight car bogie, comprising front and rear wheel pair composition (4), two side frame components (1), one bolster composition (2) and two sets of central spring suspension devices (8) The bearing assembly (7) is installed at both ends of the wheel pair composition (4), and the two ends of the side frame composition (1) are placed on the bearing component (7) through the bearing saddle (6). Bolster composition
(2) 的两端安装在所述中央弹簧悬挂装置 (8) 上, 所述中央弹簧悬挂 装置 (8) 承放在所述侧架组成 (1) 的中央方框内, 所述中央弹簧悬挂 装置 (8) 包括承载弹簧组件 (8c) 、 安装在承载弹簧组件 (8c) 两侧的 减振弹簧 (8b) 、 以及安装在减振弹簧 (8b) 顶部的小顶角斜楔 (8a) , 所述小顶角斜楔 (8a) 的主摩擦面 (8ai) 与侧架组成 (1) 的侧架立柱 摩擦板 (la) 贴合, 所述小顶角斜楔 (8a) 的副摩擦面 (8a2) 与摇枕组 成 (2) 的摇枕八字面 (2a) 贴合, 其特征在于: 所述小顶角斜楔 (8a) 的结构设计参数满足如下数学关系: α=16~30° , Ά μ<ί8α<μ+μι; 其中, α为所述副摩擦面(8a2)与铅垂面之间的夹角, μ为所述主摩擦面(8a 的摩擦系数, 工为所述副摩擦面 (8a2) 的摩擦系数。 Both ends of (2) are mounted on the central spring suspension device (8), the central spring suspension device (8) is placed in a central box of the side frame assembly (1), the central spring suspension The device (8) includes a load bearing spring assembly (8c), a damper spring (8b) mounted on both sides of the load bearing spring assembly (8c), and a small apex wedge (8a) mounted on the top of the damper spring (8b), The main friction surface (8 ai ) of the small apex wedge (8a) is in contact with the side frame column friction plate (la) of the side frame composition (1), and the secondary friction of the small apex angle wedge (8a) The surface (8a 2 ) is fitted with the bolster splayed surface (2a) of the bolster composition (2), and is characterized in that: the structural design parameters of the small apex angle wedge (8a) satisfy the following mathematical relationship: α=16~ 30° , Ά μ<ί 8 α<μ+μ ι; where α is the angle between the secondary friction surface (8a 2 ) and the vertical plane, and μ is the friction coefficient of the primary friction surface (8a) , the work is the friction coefficient of the secondary friction surface (8a 2 ).
2.根据权利要求 1所述的大抗菱刚度铁道货车转向架,其特征在于: 所述小顶角斜楔 (8a) 的宽度 L=200~260mm。 The large anti-ridge rigid railway freight car bogie according to claim 1, characterized in that: the width of the small apex wedge (8a) is L=200~260 mm.
3. 根据权利要求 1或 2所述的大抗菱刚度铁道货车转向架, 其特征 在于: 所述减振弹簧 ( 8b ) 的力学性能满足如下数学关系:
Figure imgf000009_0001
其中, !^为所述减振弹簧 (8b) 的刚度, K为所述中 央弹簧悬挂装置 (8) 的总刚度, C为铁道货车转向架的相对摩擦系数, 且 C的取值范围为 0.05~0.15。
3. The large anti-ridge rigid railway freight car bogie according to claim 1 or 2, wherein: the mechanical properties of the damping spring (8b) satisfy the following mathematical relationship:
Figure imgf000009_0001
among them, ! ^ is the stiffness of the damping spring (8b), K is the total stiffness of the central spring suspension (8), C is the relative friction coefficient of the railway freight car bogie, and C ranges from 0.05 to 0.15.
PCT/CN2010/079594 2010-04-27 2010-12-09 Railway freight car bogie WO2011134263A1 (en)

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AU2010352460A AU2010352460B2 (en) 2010-04-27 2010-12-09 Railway freight car bogie
BR112012027544-5A BR112012027544A2 (en) 2010-04-27 2010-12-09 railroad cargo platform car
US13/661,013 US8689701B2 (en) 2010-04-27 2012-10-25 Railroad car wheel truck

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102658824A (en) * 2012-05-04 2012-09-12 济南轨道交通装备有限责任公司 Bolster of express railway freight car bogie
US10710613B2 (en) 2017-07-24 2020-07-14 Crrc Qiqihar Rolling Stock Co., Ltd. Railway freight car bogie

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101844567B (en) * 2010-04-27 2011-11-09 南车长江车辆有限公司 Large-diamond resistant rigidity railway truck steering frame
CN101830233B (en) * 2010-05-14 2011-11-09 南车长江车辆有限公司 Full side bearing bearing-type railway truck bogie
USD749984S1 (en) * 2012-05-15 2016-02-23 Kawasaki Jukogyo Kabushiki Kaisha Bogie for railcar
US9114814B2 (en) * 2012-10-17 2015-08-25 Nevis Industries Llc Split wedge and method for making same
CN112208567A (en) * 2019-07-12 2021-01-12 包头北方创业有限责任公司 Wedge type combined shock absorber and railway wagon bogie
CN113830121B (en) * 2021-11-01 2023-10-27 中车长春轨道客车股份有限公司 Carbon fiber material framework

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4244298A (en) * 1979-04-11 1981-01-13 Railroad Dynamics, Inc. Freight car truck assembly
US5511489A (en) * 1994-05-17 1996-04-30 Standard Car Truck Company Dual face friction wedge
US20010054368A1 (en) * 1999-05-06 2001-12-27 Taillon Armand P. Friction wedge design optimized for high warp friction moment and low damping force
CN101844567A (en) * 2010-04-27 2010-09-29 南车长江车辆有限公司 Large-diamond resistant rigidity railway truck steering frame

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2644743A1 (en) * 1989-03-24 1990-09-28 Sambre & Meuse Usines BOGIE WITH DEFORMABLE CHASSIS
US5138954A (en) * 1990-09-14 1992-08-18 Amsted Industries Inc. Freight railcar truck and bolster for outboard support of car body with side bearings located entirely outside of the sideframes for receiving the entire vehicle weight
US5806435A (en) * 1996-09-06 1998-09-15 Amsted Industries Incorporated Side bearings for truck bolsters
US5752564A (en) * 1997-01-08 1998-05-19 Amsted Industries Incorporated Railway truck castings and method and cores for making castings
EP1051319A4 (en) * 1998-01-30 2001-05-30 Buckeye Steel Castings Co Lightweight truck bolster
US6672224B2 (en) * 2001-03-21 2004-01-06 Asf-Keystone, Inc. Railway car truck with a rocker seat
US7004079B2 (en) * 2001-08-01 2006-02-28 National Steel Car Limited Rail road car and truck therefor
US6659016B2 (en) * 2001-08-01 2003-12-09 National Steel Car Limited Rail road freight car with resilient suspension
US7823513B2 (en) * 2003-07-08 2010-11-02 National Steel Car Limited Rail road car truck
US8047139B2 (en) * 2004-03-26 2011-11-01 Contitech Luftfedersysteme Gmbh Railway bogie
US7681506B2 (en) * 2005-06-16 2010-03-23 National Steel Car Limited Truck bolster
EP2038155B1 (en) * 2006-07-11 2010-12-08 SCT Europe Limited Railway bogie with a load weigh valve
CN100410120C (en) * 2006-09-01 2008-08-13 中国南车集团眉山车辆厂 Railway freight-car wide rail cast-steel bogie
WO2008070953A1 (en) * 2006-12-15 2008-06-19 National Steel Car Limited Truck bolster
FR2914610A1 (en) * 2007-04-05 2008-10-10 Alstom Transport Sa PRIMARY SUSPENSION DEVICE OF A RAIL VEHICLE BOGIE
GB0711383D0 (en) * 2007-06-13 2007-07-25 Sct Europ Ltd Suspension for a rail vehicle
CN201099257Y (en) * 2007-11-16 2008-08-13 中国北车集团沈阳机车车辆有限责任公司 Meter gauge bogie
CN101397017A (en) * 2008-09-08 2009-04-01 齐齐哈尔轨道交通装备有限责任公司 Combination type slant wedge
US8136456B2 (en) * 2009-08-13 2012-03-20 Wabtec Corporation Friction wedge for railroad car truck
CN201646753U (en) * 2010-04-27 2010-11-24 南车长江车辆有限公司 Steering frame of railway carriage with large diamond resistant rigidity
CN101830233B (en) * 2010-05-14 2011-11-09 南车长江车辆有限公司 Full side bearing bearing-type railway truck bogie
CN102556097B (en) * 2011-01-01 2014-07-30 齐齐哈尔轨道交通装备有限责任公司 Central suspension device and high-speed truck bogie with same
US8590460B2 (en) * 2011-06-14 2013-11-26 Amsted Rail Company, Inc. Railway freight car truck
US8561546B2 (en) * 2011-07-07 2013-10-22 Qiqihar Railway Rolling Stock Co., Ltd. Bogie

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4244298A (en) * 1979-04-11 1981-01-13 Railroad Dynamics, Inc. Freight car truck assembly
US5511489A (en) * 1994-05-17 1996-04-30 Standard Car Truck Company Dual face friction wedge
US20010054368A1 (en) * 1999-05-06 2001-12-27 Taillon Armand P. Friction wedge design optimized for high warp friction moment and low damping force
CN101844567A (en) * 2010-04-27 2010-09-29 南车长江车辆有限公司 Large-diamond resistant rigidity railway truck steering frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102658824A (en) * 2012-05-04 2012-09-12 济南轨道交通装备有限责任公司 Bolster of express railway freight car bogie
US10710613B2 (en) 2017-07-24 2020-07-14 Crrc Qiqihar Rolling Stock Co., Ltd. Railway freight car bogie

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AU2010352460B2 (en) 2014-03-06
BR112012027544A2 (en) 2020-08-25

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